Field test and numerical simulation of pile-slab foundation of 500 kV transmission line tower in silt
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Field test and numerical simulation of pile-slab foundation of 500 kV transmission line tower in silt
Vol. 33, Issue 4, (2012)
作者机构:
中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,武汉,430071
作者简介:
基金信息:
DOI:
CLC:TU447
Online First:26 April 2012,
Published:2012
稿件说明:
移动端阅览
LIU Zhen-ping, HE Huai-jian, BAI Shi-wei, et al. Field test and numerical simulation of pile-slab foundation of 500 kV transmission line tower in silt[J]. 2012, 33(4).
DOI:
LIU Zhen-ping, HE Huai-jian, BAI Shi-wei, et al. Field test and numerical simulation of pile-slab foundation of 500 kV transmission line tower in silt[J]. 2012, 33(4).DOI:
Field test and numerical simulation of pile-slab foundation of 500 kV transmission line tower in silt
A new foundation type called pile-slab base is introduced for the 500kV transmission line tower according to the geological conditions of silt. Then the field mechanical tests of heap loading and uplifting are done for this new foundation after the pile integrity testing. At the same time
the pressure of the slab
the stress of steel bar meters and the displacement deformation of four corners of the slab and pile are monitored. The results show that the compressive and uplifting resistance performance is excellent and the foundation can function as a whole to resist deformation; the engineering demand also can be satisfied. Moreover
the field test is simulated by the ABAQUS software; the conclusions are verified further on the basis of consistence between numerical calculation results and test data; therefore
the numerical model can be applied to other mechanical simulation reliably.
Field test and numerical simulation on thermo-mechanical response characteristics of a bridge energy row pile under heating-cooling cycles
Field test and numerical simulation of deformation characteristics of embankment on soft ground under different filling speeds
Expansion model of expansive soil and its application to slope engineering
Comparative research on surrounding rock failure deformation and control mechanism in deep roadway driving along goaf based on discontinuous deformation analysis
Field test of piled beam-slab foundation
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Related Institution
School of Science, Qingdao University of Technology
College of Civil and Transportation Engineering, Hohai University
The Development Construction Co. Ltd. of China Construction Eighth Engineering Division
Key Laboratory for Geomechanics and Embankment Engineering of Education Ministry , Hohai University
Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Yangtze River Scientific Research Institute